方差体技术在地震勘探中的应用

三维地震数据体反映了地下一个规则网格的反射情况。当遇到地下有断层或某个局部区域地层不连续变化时，一些地震道的反射特征就会与附近地震道出现差异而导致地震首局部的不连续性。三维方差体技术就是求取三维数据体所有样点的方差值来反映这种不连续性信息。通过该技术在济宁2号井某采区的实际应用，可看出，方差体技术在三维地震信息的自动拾取以及提高地震资料解释成果精度等方面有明显优势，对断层、陷落柱有良好的自动识别能力。     

西昆仑山东段库牙克断裂与康西瓦断裂、阿尔金断裂关系的地球化学证据

新疆昆仑山中部库牙克地区，处于不同大地构造单元的结合部位，一些重要构造线均交会于此，确定它们之间的关系，关键在于库牙克断裂。1：20万区域化探最新成果显示，库牙克地区绝大多数元素两分性特征突出、南北差异明显，北部整体富集MgO、K2O、Na2O、Al2O3、CaO、Cr、Ni、Co、V、Ti、Au、La、Be，而贫Hg、As、Sb、B、Li，南部正好相反。两者之间的分界线从东向西依次对应于阿尔金断裂西段、库牙克断裂、阿什库勒断裂和康西瓦断裂东端。因此，从地球化学角度对库牙克断裂的延伸进行了推断，提出库牙克断裂东连阿尔金、西经阿什库勒与康西瓦断裂相接的新认识。     

西藏阿里地区札达沉积盆地活动构造

野外初步调查结果表明，札达盆地不仅边界断裂存在较强烈的活动性，而且在盆地内部发现了较多的活动断层，同时还伴有大量的崩塌堆积。该调查结果为札达地区区域地壳稳定性的评价和青藏高原区域应力场的分析提供了宝贵的实际资料。     

MRI分割的几何活动轮廓模型的半隐式AOS迭代方法

几何活动轮廓模型以其计算稳定等优点，被广泛用于图像分割。给出一种基于AOS(additive operator splitting)算法的快速活动轮廓模型，将AOS方法与几何活动轮廓模型相结合构造一种半隐式迭代模型，它对迭代步长没有限制，从而可以选择较大的迭代步长，提高了模型的时间效率，并使用区域信息构造系数矩阵，使模型具有全局性。对MR(magnetic resonance)图像分割的实验表明，该模型可以得到较好的分割结果，同时时间效率也有大幅提高，方便了实时应用。     

东乡铜矿断裂带构造地球化学及找矿标志

东乡铜矿区主要断裂带SiO2明显为带入组分，K^ ,Na^ ,Ca^2 ,Mg^2 属带出组分，Fe^3 /Fe^2 比值相对较低，成矿元素Cu,Pb,Zn,Ag,Au,As,Sb,Mo,Sn含量增高，属于明显的带入组分，可作为储矿断裂的找矿标志。     

山东尚南断块古近系东营组沉积相及其古地理?

尚南断块位于山东省胜利油田东营凹陷尚店油田西南部。该区的古近系东营组顶底均为不整合面或沉积间断面，发育了较好的湖侵三角洲相沉积。基于100余口钻井、地震资料，70多张单井剖面柱状图编制及14条剖面的对比，进行了东营组精细沉积相研究，编制出30余幅沉积微相投点图和岩相古地理图。研究表明，东营 沉积时期气候潮湿、雨水丰沛、河流纵横、湖泊扩大、湖水变深等为处于斜坡地区的尚南地区发育湖侵期三角洲提供了良好的条件。控制该区沉积和地层发育的区域性物源来自埕宁隆起和鲁西隆起，但来自滨县凸起和林樊家突起的局部物源也有很大影响。东营期岩相古地理经历了早、中、晚期的演化，早期发育了以三角洲平原为主的沉积环境，中期形成了大范围的破坏性三角洲环境，晚期以前三角洲环境为特色。     

大别山晓天—磨子潭断裂带石英脉流体包裹体的特征及其构造意义

晓天—磨子潭断裂流体包裹体的均一温度、盐度和捕俘压力研究结果表明:晓天—磨子潭断裂中石英脉中流体主要来自浅部,有多期次流体包裹体,流体包裹体的均一温度分为三个区间:140～180℃、190～240℃和270～340℃,反映了至少经历了三次强烈的流体活动。流体包裹体的盐度<10%,捕获压力<1.350×108Pa。总体上越靠近晓天—磨子潭断裂,包裹体的均一温度和盐度越高,捕获压力越大,局部地区的差异,能从断裂对流体控制上得到合理的解释;另外,流体包裹体的均一温度、盐度和捕获压力,在不同的显微构造,围岩性质、构造环境和时空范围中,发生不同的变化。一方面多次构造活动和热事件的驱动流体活动,另一方面流体的活动,降低了岩石脆—韧性变形的温压条件,促进了岩石的变形。     

辽西地区燕山板内造山带东段中生代逆冲推覆构造

本文厘定并阐述了辽西地区燕山中生代板内造山带东段发育的推覆构造的宏观构造格局、运动学特征、形成时代和形成过程；探讨了形成该构造体系的区域构造背景及其大地构造意义。该区的逆冲构造系统由6条主干逆冲断层组成。分布于西北和东南缘的两条最外缘逆冲断层走向为ENE，居于其间的逆冲断层呈NNE-NE，而且，向东北和南西方向这些断层具有汇合的趋势。在东北端收敛于凌源-东官营子断裂（“内蒙地轴”南缘断裂）上，而在西南端则汇拢于大屯-锦州断裂及其西延的密云-喜峰口断裂。总体上构成一个类似于双重构造（duplex)的巨型逆冲系统。该区逆冲作用始于中侏罗世之前，于株罗纪末达到高峰并基本形成了本区的推覆构造格局。本区逆冲断层系统，总体逆冲方向指向南东，与燕山板内造山带中段、西段以向北、北西逆冲为主的逆冲推覆构造明显不同。结合燕山中段发现的近东西向右行走滑断裂系统及其与本区逆冲推覆构造体系的时-空关系分析，指出本区逆冲推覆构造的形成，是没燕山东西向构造带右行走滑作用因构造方向的改变发生构造转换的结果。     

Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures

Structural vibration control using active or passive control strategy is a viable technology for enhancing structural functionality and safety against natural hazards such as strong earthquakes and high wind gusts. Both the active and passive control systems have their limitations. The passive control system has limited capability to control the structural response whereas the active control system depends on external power. The power requirement for active control of civil engineering structures is usually quite high. Thus, a hybrid control system is a viable solution to alleviate some of the limitations. In this paper a multi‐objective optimal design of a hybrid control system for seismically excited building structures has been proposed. A tuned mass damper (TMD) and an active mass driver (AMD) have been used as the passive and active control components of the hybrid control system, respectively. A fuzzy logic controller (FLC) has been used to drive the AMD as the FLC has inherent robustness and ability to handle the non‐linearities and uncertainties. The genetic algorithm has been used for the optimization of the control system. Peak acceleration and displacement responses non‐dimensionalized with respect to the uncontrolled peak acceleration and displacement responses, respectively, have been used as the two objectives of the multi‐objective optimization problem. The proposed design approach for an optimum hybrid mass damper (HMD) system, driven by FLC has been demonstrated with the help of a numerical example. It is shown that the optimum values of the design parameters of the hybrid control system can be determined without specifying the modes to be controlled. The proposed FLC driven HMD has been found to be very effective for vibration control of seismically excited buildings in comparison with the available results for the same example structure but with a different optimal absorber. Copyright © 2002 John Wiley & Sons, Ltd.     

Study of a semi‐active stiffness damper under various earthquake inputs

Semi‐active stiffness damper (SASD) is one of many semi‐active control systems with the capability to mitigate the dynamic response using only a small amount of external power. The system consists of a hydraulic damper connected to the bracing frame in a selected story unit. In this paper, study of a SASD in two building models of five‐stories under four benchmark earthquake records is reported. The purpose of this study is to evaluate the effectiveness of the control system against structure type and varying earthquake inputs. Various control laws are chosen to work with SASD, such as: resetting control, switching control, linear quadratic regulator (LQR) and modified LQR, and the results are compared with no control and passive control cases. Numerical results show that the use of a SASD is effective in reducing seismic responses. Control effectiveness is dependent on the type of structure and earthquake excitation. Passive control is less effective than other control cases as expected. Resetting control, switching control and LQR generally perform similarly in response reduction. While modified LQR is more efficient and robust compared with other control algorithms. Copyright © 2002 John Wiley & Sons, Ltd.